C & C
(c) Jeff R. Filler, Pell City, April 2023 `Components and Cladding’ … or C & C or `see and see’. In earlier posts we looked at the Main Wind Force Resisting System (MWFRS) wind forces on a couple buildings, specifically, …
Month: April 2023
`Corners’
(c) Jeff R. Filler, Pell City, April 2023 In earlier posts we looked at the `main’, or `overall’, wind forces on a rather low, wide `shop’ (here and here), and on a relatively narrower and taller `house’ (here). Specifically, we …
Minimum Design Wind Load – ASCE 7-22 Section 28.3.6 (Envelope Procedure)
In our earlier posts we determined the horizontal and vertical components of wind load on a `shop’ (here). The horizontal force was/is 500 lb, as acting on an 8-ft wide `swath’ of shop, which is framed with wood trusses at …
Minimum Design Wind Load – ASCE 7-22 Section 28.3.6 (Envelope Procedure) Read more »
Wind Load on Shop Eaves – ASCE 7-22 – Envelope Procedure – MWFRS
Now let’s look at the wind loading on the shop eaves. We ignored them previously, as we were getting `big picture’ wind loads on the building as a whole … or at least an 8-ft `swath’ of building, as a …
Wind Load on Shop Eaves – ASCE 7-22 – Envelope Procedure – MWFRS Read more »
Wind Forces on a House (Compared to a `Shop’) – ASCE 7-22 – MWFRS – Envelope Procedure
(c) Jeff R. Filler, Pell City, April 2023 In previous examples (here and here) we looked at the horizontal and vertical wind forces on a `shop’. The shop is/was a `pretend’ structure in a real location, Latah County, Idaho. It …
Wind Forces on a House (Compared to a `Shop’) – ASCE 7-22 – MWFRS – Envelope Procedure Read more »
Wind Load on a Shop – Envelope Procedure – Part 3 – Vertical (Uplift) Forces
In an earlier example (here) we looked at the total horizontal force acting on an 8-foot `swath’ of a shop building, the idea being that the shop is supported by trusses on posts at 8 foot (ft) on center (o.c.), …
Wind Load on a Shop – Envelope Procedure – Part 3 – Vertical (Uplift) Forces Read more »